Land-based desalination using positively buoyant or negatively buoyant/assisted buoyancy hydrate

ABSTRACT

Methods and apparatus for desalination of salt water (and purification of polluted water) are disclosed. Salt (or otherwise polluted) water is pumped to a desalination installation and down to the base of a desalination fractionation column, where it is mixed with hydrate-forming gas to form either positively buoyant or negatively buoyant (assisted buoyancy) hydrate. The hydrate rises or is carried upward and dissociates (melts) into the gas and pure water. In preferred embodiments, residual salt water which is heated by heat given off during formation of the hydrate is removed from the system to create a bias towards overall cooling as the hydrate dissociates endothermically at shallower depths. In preferred embodiments, the input water is passed through regions of dissociation in heat-exchanging relationship therewith so as to be cooled sufficiently for hydrate to form at pressure-depth. The fresh water produced by the system is cold enough that it can be used to provide refrigeration, air conditioning, or other cooling; heat removed from the system with the heated residual water can be used for heating or other applications.

This is a Divisional of U.S. application Ser. No. 09/375,410 filed Aug. 17, 1999 now U.S. Pat. No. 6,531,034 allowed), which is a Continuation-in-Part of application Ser. No. 09/350,906, filed Jul. 12, 1999 now ABN (now allowed), the entire contents of which is hereby incorporated by reference.

FIELD OF THE INVENTION

In general, the invention relates to desalination or other purification of water using gas hydrates to extract fresh water from saline or polluted water. In particular, the invention relates to land-based desalination or purification of saline or polluted water using methodologies which are virtually self-sustaining and which produce a cold water output that is suitable for refrigeration.

BACKGROUND OF THE INVENTION

In general, desalination and purification of saline or polluted water using buoyant gas hydrates is known in the art. See, for example, U.S. Pat. No. 5,873,262 and accepted South African Patent Application No. 98/5681, the disclosures of which are incorporated by reference. According to this approach to water desalination or purification, a gas or mixture of gases which spontaneously forms buoyant gas hydrate when mixed with water at sufficiently high pressures and/or sufficiently low temperatures is mixed with water to be treated at the base of a treatment column. According to prior technology, the treatment column is located at sea. Because the hydrate is positively buoyant, it rises though the column into warmer water and lower pressures. As the hydrate rises, it becomes unstable and disassociates into pure water and the positively buoyant hydrate-forming gas or gas mixture. The purified water is then extracted and the gas is reused for subsequent cycles of hydrate formation. Suitable gases include, among others, methane, ethane, propane, butane, and mixtures thereof.

The previously known methods of desalination or purification using buoyant gas hydrates rely on the naturally high pressures and naturally low temperatures that are found at open ocean depths below 450 to 500 meters when using pure methane, or somewhat shallower when using mixed gases to enlarge the hydrate stability “envelope.” In certain marine locations such as the Mediterranean Sea, however, the water is not cold enough for the requisite pressure to be found at a shallow enough depth; this would necessitate using a much longer column, which is impractical. Moreover, many places where fresh water is at a premium are located adjacent to wide, shallow water continental shelves where a marine desalination apparatus would have to be located a great distance offshore.

Additionally, the known methodologies have all required the hydrate, per se, to be buoyant in order to collect the hydrate and the fresh water released therefrom in an efficient manner.

SUMMARY OF THE INVENTION

The various inventions disclosed herein overcome one or more of these limitations and greatly expand use of the hydrate desalination fractionation method by providing for land-based desalination of seawater (or other purification of polluted water) that is pumped to the installation using either positively or negatively buoyant hydrate. The methods of the invention can be employed where input water is too warm or where suitably deep ocean depths are not available within reasonable distances for ocean-based desalination to be performed using gas hydrate, and may be carried out using a gas or gas mixture which produces either positively or negatively buoyant hydrate.

The inventive methods entail cooling the seawater to sufficiently low temperatures for gas hydrate to form at the bottom of a desalination fractionation column at pressure-depths and temperatures appropriate for the particular gas or gas mixture being used. A preferred embodiment capitalizes on the property of the hydrate that the amount of heat given off during formation of the hydrate at depth is essentially equal to the amount of heat absorbed by the hydrate as it disassociates (melts) back into pure water and the hydrate-forming gas. In particular, as the gas rises through the water column and forms hydrate, and as the hydrate crystals continue to rise through the water column (either due to inherent buoyancy of the hydrate or “assisted” by gas trapped within a hydrate mesh shell) and continue to grow, heat released during formation of the hydrate will heat the surrounding seawater in the column. As the hydrate rises in the water column and pressure on it decreases, the hydrate dissociates endothermically—the hydrate formation is driven primarily by the increased pressure at depth—and absorbs heat from the surrounding water column. Ordinarily, the heat energy absorbed during dissociation of the hydrate would be essentially the same heat energy released during exothermic formation of the hydrate such that there would be essentially no net change in the amount of heat energy in the system.

According to the invention, however, heat energy that is liberated during formation of the hydrate is removed from the system by removing residual saline water from the water column, which residual saline water has been heated by the heat energy released during exothermic formation of the hydrate. Because formation of the hydrate is primarily pressure driven (as opposed to temperature driven), the hydrate becomes unstable under reduced pressures as it rises through the water column, and it dissociates endothermically. Because some heat energy released during exothermic crystallization has been removed from the system, the hydrate will absorb heat from other sources as it melts, thereby creating a cooling bias. The preferred embodiment of the invention capitalizes on this cooling bias by passing the source water through the dissociation region of the water column, in heat-exchanging relationship therewith, so as to cool the source or supply water to temperatures sufficiently low for hydrate to form at the base of the installation.

As noted above, the invention may be practiced using gas or gas mixtures which produce either positively buoyant hydrate or negatively buoyant hydrate. In the case of positively buoyant hydrate, the hydrate crystal itself is positively buoyant and will rise naturally upon formation, upwardly through a desalination fractionation column at the top of which the hydrate disassociates into fresh water and the gas or gas mixture. In the case of negatively buoyant hydrate, on the other hand, the hydrate crystal, per se, is denser than the surrounding seawater and therefore ordinarily would tend to sink. By controlling the injection of the gas or gas mixture which produces the hydrate such that hydrate formation is incomplete, bubbles of the gas are trapped within a mesh shell of hydrate, and the overall positive buoyancy of the shell will cause the hydrate to rise within the water column.

Preferably, the rising assisted-buoyancy hydrate (negatively buoyant hydrate shell surrounding positively buoyant gas bubbles) is diverted laterally over a “catch basin” so that the hydrate does not fall back down to the formation portion of the desalination fractionation column once the mesh shell disintegrates during dissociation. Solid, negatively buoyant hydrate, which has settled to a catch sump at the base of the apparatus, is pumped to the top of the catch basin, where it dissociates into gas and fresh water. (If so desired, forming the negatively buoyant hydrate in a slightly different manner will cause all the hydrate to settle in the sump, from which it is pumped to the dissociation/heat exchange catch basin.)

In alternative embodiments of the invention, the input water may or may not be passed through the dissociating hydrate in heat-exchanging relationship therewith to be cooled. In either case, the input water is (further) cooled using other, artificial means of refrigeration, the degree to which such cooling is necessary being in part a function of the buoyant or non-buoyant nature of the hydrate. Some heat energy is removed from the system by removing warmed water which has circulated around the desalination fractionation column in a water jacket and which has been heated by heat released during hydrate formation.

In the various embodiments of the invention, the purified water will be extremely cool. Advantageously, this cooled water, which preferably will be used as potable water, can itself be used as a heat sink to provide cooling, e.g., refrigeration as a basis for air conditioning in hot climates.

An additional advantage of land-based desalination or water purification according to the invention is that the installation is not subject to disturbances caused by foul weather and bad sea conditions nearly to the same extent as a marine site might be. Additionally, access to an installation on land is far easier than access to a marine-based installation. Gas handling and storage facilities are more practicable on shore, where there is more space and a more secure engineering environment available. Construction is easier on land, and security may be improved as compared to a marine-based installation.

Moreover, because considerable amounts of residual seawater may be extracted from the system (to remove heat energy from the system), the hydrate slurry will be concentrated. This means that there will be less saline water in the upper, dissociation regions of the dissociation fractionation column, and therefore there will be less residual seawater for the hydrate to mix with as it dissociates. Thus, less salt will be present to contaminate the fresh water produced by dissociation of the hydrate.

Furthermore, because the residual seawater preferably is recirculated through the desalination fractionation column one or more times, other components such as trace elements which are in the seawater (e.g., gold) may be concentrated so that recovery from the seawater becomes practical. Additionally, the concentrated seawater may itself be useful or desirable. For example, marine aquarists might purchase such concentrated seawater to use for mixing replacement water for their aquaria, and such concentrated seawater would facilitate recreating the specific microcosm from which it was extracted.

BRIEF DESCRIPTION OF THE DRAWINGS

The invention will now be described in greater detail in connection with the drawings, in which:

FIG. 1 is a generalized, diagrammatic depiction of a land-based desalination installation;

FIG. 2 is a diagrammatic, side elevation view of an embodiment of a desalination fractionation column which utilizes positively buoyant hydrate and which may be employed in the installation shown in FIG. 1;

FIGS. 3 and 4 are diagrammatic, side elevation views showing two alternative heat extraction portions of a desalination fractionation column employed in the installation shown in FIG. 1;

FIG. 5 is a diagrammatic, side elevation view of another embodiment of a desalination fractionation column which utilizes positively buoyant hydrate and which may be employed in the installation shown in FIG. 1;

FIG. 6 is a diagrammatic, side elevation view showing overlapping water vents used in the desalination fractionation column shown in FIG. 5;

FIG. 7 is a diagrammatic, side elevation view of yet another embodiment of a buoyant hydrate-based desalination fractionation column employed in the installation shown in FIG. 1, which embodiment is similar to that shown in FIG. 5.

FIG. 8 is a diagrammatic, side elevation view of an embodiment of a desalination fractionation column which permits the utilization of negatively buoyant hydrate and which may be employed in the installation shown in FIG. 1;

FIGS. 9 and 10 are schematic, isometric and end views, respectively, of the dissociation and heat exchange portion of the desalination fractionation column shown in FIG. 8;

FIG. 11 is a Pressure/Temperature diagram depicting regions of CO₂ hydrate stability, the CO₂ liquidus, and the operating envelope for a negatively buoyant, CO₂ hydrate-based desalination system;

FIG. 12 is a diagrammatic, side elevation view of another embodiment of a desalination fractionation column which permits the utilization of a negatively buoyant hydrate, which embodiment facilitates separation of residual seawater from the negatively buoyant hydrate; and

FIG. 13 is a diagrammatic, side elevation view of a slurry holding, fluid separation apparatus used in the installation of FIG. 12

DETAILED DESCRIPTION OF PREFERRED EMBODIMENTS

A land-based desalination installation is shown schematically in FIG. 1 in generalized fashion. The installation may be divided roughly into three sections or regions: an intake portion 10; a water purification portion 12; and post-processing and downstream usage section 14.

The intake portion 10 consists essentially of the apparatus and various subinstallations necessary to extract seawater from the ocean 16 and transport it to the desalination/purification installation at region 12, including subaquatic water intake piping 18 and pumping means (not shown) to draw the water from the ocean and pump it to shore for subsequent processing. Large volume installations can be located relatively close to the sea to reduce the piping distance of the input water to a minimum, and establishing the installation as close to sea level as possible will reduce the cost of pumping against pressure head.

The intake pipeline 18 preferably extends sufficiently out to sea that it draws deep water, e.g., from the slope 20 of the continental shelf because deep water is more pure and colder than shallow water. Alternatively, water may be drawn from locations closer to land, e.g., from areas on the continental shelf 22 where the distance across the shallow water is too great for practice. The precise depth from which water is drawn will ultimately be determined by a number of factors, including primarily the specific embodiment of the desalination fractionation column which is employed, as described below. Additionally, the water may be pretreated at a pretreatment station 24. Pretreatment consists mainly of filtering to remove particulate matter and degassing, consistent with the requirement that material necessary for hydrate nucleation and growth not be removed from the water.

A preferred embodiment of the purification installation 30, per se, is illustrated in FIGS. 2, 3, and 4, which embodiment utilizes positively buoyant hydrate to extract fresh water from seawater. Seawater is pumped into the installation 130 at water input 32 and is pumped down to the lower, hydrate formation section 34 of the installation. The bottom of the hydrate formation section is no more than about 800 meters deep, and perhaps even shallower (again depending on the particular gas or gas mixture being used). A suitable, positively buoyant hydrate-forming gas is injected into the hydrate formation section at 36, and positively buoyant hydrate 38 spontaneously forms and begins to rise through the water column, as is known in the art.

The hydrate-forming gas can be pumped using sequential, in-line, intermediate pressure pumps, with the gas conduit extending either down through the fractionation column, per se, or down through the input water line so that gas line pressure is counteracted by ambient water pressure. As a result, it is not necessary to use expensive, high pressure gas pumps located on the surface.

Hydrate formation (crystallization) is an exothermic process. Accordingly, as the positively buoyant hydrate forms and rises automatically through the water column—forming a hydrate “slurry” as hydrate crystals continue to nucleate and grow as they rise, until the hydrate-forming gas is used up—the surrounding water, which will increasingly become a concentrated saline “residue,” will be heated by the heat energy released during crystallization of the hydrate.

Below a certain salinity, the heated residual seawater will have a relatively decreased density and will rise in the column along with the hydrate 38. When the salinity of the residual seawater rises high enough due to the extraction of fresh water from it, however, the highly saline residual seawater will sink to the bottom of the water column. This highly saline residual seawater is collected in sump 40 at the bottom of the fractionation column and is removed.

As the slurry of hydrate and heated residual seawater rises in the fractionation column, heated residual seawater is removed from the system in heat extraction portion 44 of the fractionation column. The heat extraction section 44 is shown in greater detail in FIG. 3. As illustrated in FIG. 3, for one mode of separation of hydrate and slurry, water is pumped from the system as part of the vertical fractionation process. This is accomplished through a two-stage process. An internal sleeve 45 allows a primary separation to take place, as a water trap 49 is formed below the top of the sleeve. Hydrate continues to rise, while water floods the entire section 44. Water is pumped from below the level at which hydrate exits from the top of the sleeve through fine conical screens 47. These are designed to obstruct the passage of particulate hydrate. (The screens can be heated periodically to clear them of hydrate when flow restriction exceeds design limits.) Residual water is drawn off at a slow enough rate that any hydrate that may reside within water drawn toward the screen has a greater tendency to rise buoyantly than the tendency toward downwards or sideways movement associated with the force of suction of the drawn-off water. Very buoyant gas rises and stays within the column.

An alternative configuration 44′ of the heat extraction zone is shown in FIG. 4. In this configuration, a centrifuge is used to allow a separate, mechanically-driven density fractionation system to operate. In this configuration, a segment 51 of the column is made mobile and capable of rotary movement. The mobile, rotary centrifuge column segment is carried by bearings 53 at the base 55 and at intervals along its height to keep it in vertical alignment with the entirety of the column, and to allow it to rotate with respect to the portions 57, 59 of the column above and below it. This section is motor-driven, using a hydraulic system 61 driven from the surface. Vanes 63 within the centrifuge section will cause the water column to rotate, which vanes are designed based on turbine vane design to cause the hydrate-residual water in the section to rotate without turbulence and with increasing velocity toward the top of the section where residual water is extracted. Gravity “settling” or fractionation works here in a horizontal plane, where the heavier residual water “settles” toward the sides of the column while the lighter, more buoyant hydrate “settles” toward the center of the column. The hydrate continues to rise buoyantly and concentrates in the center of the centrifuge section. It will be appreciated that more than one such centrifuge section may be employed.

As the hydrate rises into the upper, dissociation and heat exchange region 50 of the desalination fractionation column, the depth-related pressures which forced or drove formation of the hydrate dissipate; accordingly, the hydrate, which is substantially in the form of a slurry, will be driven to dissociate back into the hydrate-forming gas (or mixture of gases) and fresh water. However, regardless of the particular method used to extract the warmed residual seawater, heat energy in the surrounding seawater which ordinarily (i.e., in the prior art) would be absorbed by the hydrate as it dissociates is no longer available to the hydrate. Therefore, because heat has been removed from the system by extracting warmed residual seawater in the heat extraction portion 44 of the apparatus, a net or overall cooling bias is created in the upper, dissociation and heat exchange portion 50 of the installation.

This cooling bias is capitalized upon to significant advantage. In particular, as indicated schematically in FIG. 2, water being pumped into the system (at 32) is passed in heat exchanging relationship through the regions of dissociating hydrate. For example, it is contemplated that the dissociation and heat exchange portion 50 may be constructed as one or more large, individual enclosures on the order of 100 meters across. The input water will pass via a series of conduits through the regions of dissociating hydrate and will be cooled significantly as it does so. In fact, although some initial refrigeration will be required at startup of the process, which initial refrigeration may be provided by heat exchange means 52, the installation eventually will attain a steady-state condition in which the amount of heat energy transferred from the input water to the dissociating hydrate is sufficient to cool the input water to temperatures appropriate for spontaneous formation of hydrate at the particular depth of the dissociation column. Ideally, the input water is stabilized at 4° C. or below. This is because below that temperature, the density of the water increases, which enhances separation of the hydrate-water slurry formed by injections of the gas. Additionally, at a given pressure, hydrate nucleation proceeds faster at colder water temperatures. During the start-up period, the system is run in a mode of maximum warm fluid extraction (to create a state of induced thermal bias) before equilibrium or steady-state is reached; although the duration of this start-up period will vary depending on the particular installation parameters, the design goal is that once steady-state is reached, the system can be run for extremely long operating periods without being shut down, i.e., periods on the order of years. Controlling residue water extraction, and thus heat removal, maintains a steady-state condition so that the apparatus does not keep cooling to below steady-state operating conditions.

Once the hydrate has dissociated into its constituent fresh water and gas or gasses, the fresh water is pumped off, e.g. as at 54, and the gas is captured and recycled. Additionally, a portion of the water in the dissociation and heat exchange region 50 will be “gray water,” which is fresh water containing some small portion of salts that have been removed from the hydrate by washing of the hydrate with water. The distinction between the “gray” or mixed water and pure fresh water is indicated schematically by dashed line 56. The gray water may be suitable for drinking, depending on the salt concentration, or for agricultural or industrial use without further processing. The cold, gray water may be recycled back into the fractionation column, either by pumping it back down to the hydrate formation section 34, as indicated at 58; or it may be injected back into the concentrated hydrate slurry at a region of the fractionation column located above the heat extraction portion 44, as indicated at 60, to increase the fluid nature of the hydrate slurry and to aid in controlling overall thermal balance of the system.

As further shown in FIG. 1, in the post-processing and downstream usage section 14, the fresh water preferably is treated by secondary treatment means 64. The secondary treatment means may include, for example, fine filtering, gas extraction, aeration, and other processing required to bring the water to drinking water standard.

Moreover, it is extremely significant that depending on operating parameters such as temperature of the source water, the amount of residual seawater extracted in the heat extraction section 44, dimensions of the installation, and other parameters such as viscosities of fluids within the system; buoyancy of the hydrate relative to all fluids within the system; salinity and temperature of residual water; the design output requirements of fresh water; salinity and temperature of input water; design cooling requirements; system inefficiencies affecting thermal balance; etc., the fresh water produced will be significantly cooled. This cooled water can be used to absorb heat from other applications or locations such as the insides of buildings, and hence can be used to provide refrigeration or provide for air-conditioning.

Finally, once the seawater has been cycled through the desalination fractionation column and downstream processing applications a desired number of times, the residual, concentrated seawater (which may be highly saline in nature) is simply pumped back to sea. Alternatively, it may be retained for those who desire it.

With respect to overall design, engineering, and construction considerations for the system, it is contemplated that the desalination fractionation column 130 will be on the order of 15 to 20 meters in diameter, or even larger. Conventional excavation and shaft-lining methodologies common to the mining and tunneling industry can be used in the construction of the column 130. Overall dimensions will be determined based on the total desired fresh water production desired and relevant thermodynamic considerations. For example, one cubic meter of methane hydrate has the capacity to warm about 90 to 100 cubic meters of water by about 1° C. as it forms, and that same cubic meter of hydrate has the capacity to cool about 90 to 100 cubic meters of water by about 1° C. as it dissociates. (Mixes of suitable gasses have higher heats of fusion, which makes the process more efficient.) Required cooling therefore will, in part, determine hydrate production rates, and hence dimensions of the system and the choice of gas or gases to meet those production rates.

Preferably, the diameter of the residual fluid removal column segment is larger. This facilitates buoyant, upward movement of the hydrate through the water column while first allowing separation of residue water from the hydrate in the heat extraction region 44, and then dissociation and heat exchange in the dissociation and heat exchange region 50.

The dissociation and heat exchange region 50 may be constituted not just by a single dissociation “pool,” as shown schematically in FIG. 2, but rather may consist of a number of linked, heat-exchanging devices in a number of different water treatment ponds or pools. The actual depth, size, throughput, etc. will depend on the production rate, which will depend, in turn, on the temperature of the input water, the particular gas or gas mixture used to form the hydrate, the rate at which heat can be removed from the system, etc.

The input of water into the base of the fractionation column can be controlled by a device (not shown) that alters the input throat diameter so as to facilitate mixing of the gas and water, thereby promoting more rapid and complete hydrate formation. Alternatively or additionally, hydrate formation can be enhanced by creating flow turbulence in the input water, just below or within the base of the hydrate forming gas injection port 36. It may further be desirable to vary the diameter of the desalination fraction column in a manner to slow the buoyant descent of the hydrate slurry, thereby enhancing hydrate formation.

The dissociation and heat exchange region 50 will be significantly wider and larger than the lower portions of the desalination column. This is because hydrate will be floating up into it and dissociating into gas and fresh water at a rate that is faster than that which could be accommodated in a pool that is the diameter of the column itself. Moreover, the requirement for heat will be great; if sufficient heat cannot be provided, water ice will form and disrupt the desalination process. Provision for physical constriction within a column will hold hydrate below the level where it dissociates freely, thus providing for a control on the amount of gas arriving at the surface. This is done for both normal operational and safety reasons.

Because the positively buoyant hydrate used in this embodiment of the invention floats, fresh water tends to be produced at the top of the section, promoting minimum mixing. To inhibit unwanted dissociation, the heat exchanger apparatus may extend downward to the top of the residual water removal section. The dissociation and heat exchange pools do not need to be centered over the water column; moreover, more than one desalination fractionation column may feed upward into a given dissociation and heat exchange pool. Similarly, groups of desalination fraction columns can be located close together so as to be supported by common primary and secondary water treatment facilities, thereby decreasing installation costs and increasing economy.

In addition to large-scale installations, relatively small-scale installations are also possible. For these installations, smaller diameter desalination columns can be constructed in locations where lower volumes of fresh water are required. Although overall efficiency of such systems will be lower than larger scale systems, the primary advantage of such small-scale installations is that they can be implemented using standard drilling methods. Furthermore, mass-produced, prefabricated desalination apparatus sections can be installed in the casings of drilled holes; this allows the installation to be completed in a relatively short period of time. Capital cost of such an installation also is reduced, as fabrication of the components can be carried out on an industrialized basis using mass production techniques. The various operating sections of a smaller-scale installation might be replaced by extracting them from their casing using conventional drilling and pipeline maintenance techniques.

An alternate, slightly simplified embodiment 230 of a desalination fractionation column according to the invention is shown in FIG. 5. In this embodiment, hydrate formation occurs essentially within a thermal equilibration column 132. The thermal equilibration column 132 has an open lower end 134 and is suspended in shaft 136. In this embodiment, input water is injected near the base of the desalination column 132, e.g. as at 138, preferably after passing through heat exchange and dissociation region 150 of the column 230 in similar fashion to the embodiment shown in FIG. 2. Positively buoyant hydrate-forming gas is injected into the lower portions of the thermal equilibration column 132, as at 140, and hydrate will form and rise within the column 132 much as in the previous embodiment. The embodiment 230 is simplified in that heat of formation of the hydrate is transferred to water surrounding the thermal equilibration column 132 within a “water jacket” defined between the walls of the column 132 and the shaft 136 in which the desalination fractionation column is constructed. To this end, the hydrate formation conduit preferably is made from fabricated (i.e., “sewn”) artificial fiber material, which is ideal because of its light weight and its potential for being used in an open weave that greatly facilitates thermal equilibration between residual saline water within the thermal equilibration column 132 and seawater circulating within the water jacket.

As is the case with the embodiment shown in FIG. 2, warmed water is pumped out of the system, this warmed water being water which has circulated within the water jacket. In contrast to the embodiment shown in FIG. 2, however, the intent of removing warmed water from the water jacket is not to remove so much heat energy that the input water is automatically cooled to temperatures suitable for formation of the hydrate at the base of the column, but rather it is simply to remove enough heat energy to prevent water within the interior of the hydrate formation conduit from becoming so warm that hydrate cannot form at all. Accordingly, the rate at which warm water is removed from the water jacket may be relatively small compared to the rate at which warm water is removed from the heat extraction portion 44 of the embodiment shown in FIG. 2. As a result, it is necessary to supplement the cooling which takes place in the heat exchange and dissociation region 150 using supplemental “artificial” refrigeration means 152. Operation is otherwise similar to that of the embodiment shown in FIG. 2: fresh water is extracted from the upper portions of the heat exchange and dissociation portion 150; “grey water” is extracted from lower portions of the heat exchange and dissociation region 150, i.e., from below the line of separation 156; and concentrated brine is removed from brine sump 141. To facilitate “settling out” of brine which is sufficiently dense to be negatively buoyant due to concentration and/or cooling, and to facilitate heat transfer and thermal equilibration, the equilibration column 132 preferably is constructed with overlapping joints, as shown in FIG. 6. This configuration permits the buoyant hydrate to rise throughout the column, while cooled, more saline water can flow out through the vents 142, as indicated schematically.

The desalination fractionation column installation may be further simplified by feeding the input water into the system without passing it through the dissociation section 250 of the embodiment 330 shown in FIG. 7. If the input water is not sufficiently cold, more artificial refrigeration will need to be provided by refrigeration means 252, but operation is otherwise the same as embodiment 230 shown in FIG. 5.

Whereas the embodiments described so far utilize gas or mixtures of gas which form positively buoyant hydrates under appropriate temperature and pressure conditions, the versatility of hydrate-based desalination or purification can be expanded greatly by adapting the methods and apparatus described above to accommodate negatively buoyant hydrates. An embodiment 430 of a desalination fractionation “column” configured to permit the use of negatively buoyant hydrate for water purification is shown in FIGS. 8-10. The major difference between this embodiment 430 and the preceding embodiments of desalination fractionation columns is that the heat exchange and dissociation portion 350 of the installation is laterally or horizontally displaced or offset relative to the hydrate formation and heat removal sections 336 and 346, respectively. The hydrate formation and heat removal sections are similar to those in the embodiments described above.

A number of different operating gasses can be employed with this configuration. Low molecular weight gasses such as O₂, N₂, H₂S, Ar, Kr, Xe, CH₄, and CO₂ all form hydrates under different pressure-temperature conditions. Each of the different hydrate-forming gas systems will require special design of the hydrate column which is tailored to the particular gas used in the installation, but the principles of hydrate formation to extract fresh water will remain the same.

Although a number of different gasses that form negatively buoyant hydrate may be used for hydrate desalination, CO₂ and the desalination column in which it is used are described herein to illustrate the design requirements and considerations for a desalination system employing hydrate that is naturally less buoyant than seawater. (Carbon dioxide is an ideal gas to use for a number of reasons: carbon dioxide does not combust under the physical and thermal conditions encountered in the hydrate desalination apparatus, and is thus virtually hazard-free; carbon dioxide hydrate is stable at shallower depths than methane hydrate (and about the same as mixed gas methane hydrate); carbon dioxide is safe for human consumption, even if present dissolved in relatively high concentrations, and is not offensive to either taste or smell (as would be the case of H₂S hydrate); carbon dioxide hydrate is, like methane, tasteless and odorless; there is considerable recent experimental information which demonstrate clearly the actual marine behavior of the formation and behavior of carbon dioxide hydrate; and carbon dioxide is very common and can be produced locally almost anywhere and is also commonly available as an industrial waste product.)

Design and engineering of the desalination fractionation column will be determined in large measure based on the phase properties of the particular gas being used. FIG. 11 shows, for example, the carbon dioxide hydrate stability regions superimposed over the carbon dioxide phase diagram. The shaded portion of the diagram indicates that carbon dioxide hydrate (formed from carbon dioxide gas) is stable at from an upper pressure limit of about 18 atmospheres, just above 0° C., to about 40 atmospheres pressure at just above about 8° C. With respect to carbon dioxide, per se, the liquidus extends from about 37 atmospheres pressure at just above 0° C., to about 40 atmospheres pressure at just above 8° C. Above the liquidus, carbon dioxide exists as a gas; below the liquidus, carbon dioxide spontaneously compresses to a liquid. Liquid carbon dioxide is unsuitable for this application, however, as it would form a solid or solid/liquid hydrate which would form slowly, sink rather than rise, and not separate well from either residual liquid carbon dioxide or residual water.

Accordingly, the system is constructed so that, assuming carbon dioxide is used as the operating gas, the carbon dioxide is injected into the hydrate formation portion of the column at ambient temperature and pressure that is within the operating region 450 that consists of the portion of the carbon dioxide hydrate stability zone that lies above the carbon dioxide liquidus and above the freezing point of water. The practical result of this is that the range of water depths at which carbon dioxide may be used as the operating gas is relatively small and is comparatively shallow. Accordingly, a relatively shallow land apparatus can be constructed, which will reduce construction complexity and cost.

Similar to the embodiments described above, carbon dioxide (or other negatively buoyant hydrate-forming gas, as desired) is injected near the base of the hydrate formation section 336 (e.g., at 352) and mixed with supply or input seawater that has been chilled by being passed through the heat exchange and dissociation portion 350 and/or by “artificial” refrigeration, as at 354. The carbon dioxide hydrate will float only if the formation of the hydrate is incomplete such that a complex, hydrate-gas meshwork is formed. This condition is met when the gas is injected rapidly and in relatively large bubbles. The carbon dioxide hydrate isolates carbon dioxide gas bubbles from the surrounding seawater, thereby preventing further formation of hydrate. The combined CO₂ gas/hydrate is positively buoyant, even though the hydrate per se is negatively buoyant (i.e., has a greater specific gravity than the seawater), and floats upward, as at 356. Additionally, some of the bubbles will burst and new hydrate shells will be formed; hydrate shells with gas bubbles predominantly form new carbon dioxide hydrate rims, which are assisted upward by carbon dioxide gas which tends to adhere to solid hydrate particles.

The system is designed to produce as much hydrate as possible, consistent with leaving enough warm, lower-density, residual fluid to form a “flux” and to allow extraction of heat by removing the residual seawater in the heat extraction section 346. The system furthermore has the capacity for very rapid gas injection, which may be in time-sequence bursts rather than being continuous. It is intended that not all gas form hydrate, as noted above, to ensure incomplete formation of hydrate. Thus, larger quantities of gas are required for a negatively buoyant hydrate-based system than for a complete hydrate-forming gas system such as the positively buoyant hydrate-based systems described above.

As in the case of positively buoyant hydrate-based embodiments, formation of the negatively buoyant (assisted buoyancy) hydrate is exothermic. Accordingly, heat which is given off during hydrate formation warms the surrounding, residual seawater, which makes the residual seawater more buoyant than the chilled seawater which is being input into the lower part of the column. The residual seawater therefore moves buoyantly upward along with the hydrate as new, denser input water is supplied to the base of the fractionation column, as at 360.

The upward movement of the surrounding residual seawater, along with the original upward movement of the assisted buoyancy hydrate, has a certain momentum associated with it. This carries the hydrate upward through the column until it reaches a lateral deflection zone 362, where the hydrate/residual seawater slurry is diverted horizontally or laterally relative to the hydrate formation and heat removal sections 336 and 346 and into the dissociation and heat removal section 350. Thus, even though some of the hydrate “bubbles” will burst or crack, thereby releasing the carbon dioxide gas contained therein and losing buoyancy, the hydrate in large measure continue to move upward and over into the heat exchange and dissociation region of the column 350 due to this momentum. As the hydrate loses momentum within the heat exchange and dissociation portion 350, it will settle and dissociate into the gas and fresh water, which will separate from residual seawater as described in greater detail below.

Some of the hydrate, however, will form solid masses without entrapped gas and will sink to the lowermost, sump portion 364 of the column. Concentrated brine will also sink to and settle in the sump portion 364. The sunken hydrate and concentrated residual brine are pumped out of the sump at 365 and separated by appropriately configured separation means 366. The waste saline water 368 is disposed of as appropriate, and a slurry consisting of the sunken hydrate is pumped upwardly as indicated at 370 and is discharged into the heat exchange and dissociation chamber 350, e.g. at 372, where the hydrate dissociates into gas and fresh water.

Within the dissociation and heat exchange chamber 350, the hydrate, whether delivered or transported to the chamber via the lateral deflection portion 362 of the column or pumped from the sump of the desalination fractionation column 364, will dissociate into fresh water and the hydrate-forming gas.

To facilitate separation of fresh water from saline water, it is necessary to promote transfer of as much hydrate to the upper part of the dissociation and heat exchange chamber 350 as possible; to hold Hydrate as high in the dissociation and heat exchange chamber 350 as possible until dissociation of that volume of hydrate is complete; and to keep mixing of the fresh water produced by dissociation and the more saline residual water to a minimum. The configuration of the dissociation and heat exchange chamber shown in FIGS. 9 and 10 facilitates these objectives.

In particular, the assisted buoyancy hydrate slurry rising through the desalination fractionation column enters the chamber as at 360 after being diverted laterally at deflection portion 362, as indicated schematically in FIG. 9. Additionally, hydrate slurry being pumped from the sump is injected into the dissociation chamber at 372, where it may be placed within special fluid separation devices. The dissociation and heat exchange chamber is constructed with a number of canted separator shelves 380 which extend from one end of the chamber to the other, as well as from one side of the chamber to the other. The canted nature of the shelves allows the denser saline water to sink and the lighter fresh water to rise within and between the shelves, thereby minimizing turbidity and mixing of saline and fresh water. The separator shelves 380 are canted in that they slope downward, both from one end of the chamber to the other as well as from one side of the chamber to the other. The separator shelves have pass-through apertures 382 which allow the denser, saline water to sink within the system and the less dense, fresh water to rise within the system to the top of the chamber as the hydrate dissociates into the fresh water and gas.

Fresh water, which is cooled due to the cooling bias created by the removal of warm residual water as described above in connection with the positively buoyant hydrate embodiments, is removed as at 384 and may be used for cooling as well as for potable water. “Gray” water and saline residue are removed from lower portions of the heat exchange and dissociation chamber 350, as at 386 and 388, and are handled as described above in the context of the positively buoyant hydrate embodiments, e.g., gray water may be used for drinking or industrial applications and the saline residue may be recycled back as input into the base of the desalination fractionation column.

Another embodiment 530 of a desalination fractionation “column” which is configured to utilize negatively buoyant hydrate and which facilitates separation of the hydrate and residual seawater is shown in FIG. 12. The “column” is configured as an asymmetric, U-shaped installation, which consists primarily of a seawater input conduit 432, a hydrate formation and catch sump region 434, and a residue fluid riser conduit 436. As in previous embodiments, the seawater input conduit passes through a dissociation and heat exchange region 438 which, in this embodiment, is configured especially as a hydrate “catch basin.” As in the previous embodiments, the input water is passed through the dissociation/heat exchange catch basin 438 in heat exchanging relationship with dissociating hydrate in order to chill the input seawater.

The input seawater is pumped to the base 440 of the column, where it turns and flows upward and laterally through elbow portion 442 before entering the hydrate formation and catch sump 434. Negatively buoyant hydrate-forming gas is injected into the input seawater in the hydrate formation and catch sump at 444. Injection of the gas is controlled such that hydrate formation is complete (in contrast to incomplete, as in the case of the previously described, assisted buoyancy embodiment), i.e., such that all gas is utilized to form hydrate. The negatively buoyant hydrate settles to the bottom of the catch sump 434. As the hydrate settles, it displaces the residual seawater, which is warmed by the heat liberated during hydrate formation. The residual seawater therefore rises buoyantly through residue fluid riser conduit 436, and it is pumped out of the system to remove heat and create a cooling bias in the system as in the previously described embodiments.

The rate of formation and settling of the hydrate is controlled such that it “packs” down to the point of being grain supported. Mechanical apparatus such as a vibration tray is located on the sloping floor 439 of the settling portion of the hydrate-residual fluid chamber 434. This concentrates the hydrate and minimizes residual fluid remaining so that the hydrate can be pumped rapidly, as a slurry, from the base of the sump up into the dissociation/heat exchange catch basin 438 via slurry pumping conduit 446. The hydrate slurry is pumped to the dissociation/heat exchange catch basin 438 at a rate that is generally faster than the rate at which positively buoyant hydrates rises in the previously described embodiments. Decreasing the time required to transfer the hydrate from the formation region (where it is at its maximum stability) to the dissociation region (where it is at its minimum stability) ensures that a greater proportion of the hydrate will dissociate relatively high in the catch basin. This reduces the amount of mixing of fresh and residue water and increases the relative proportion of fresh water that can be recovered.

Pumped hydrate slurry arrives in the dissociation/heat exchange basin in a concentrated form with little more than intergranular saline water present. Care is taken to allow the saline water to separate downward and fresh water upward so that there is a minimum of mixing. This is achieved by placing a slurry holder and fluid separator tank in the upper part of the dissociation/heat exchange chamber 438. This allows the negative buoyancy hydrate dissociation to take place so that saline water is delivered to and collects in the lower part of the dissociation chamber 438, in which the slurry holder and fluid separator tank is placed, without mixing with fresh water.

A preferred slurry holder and fluid separator consists of a fixed, wide-mouthed, upwardly open tank or tanks 450 that receive the hydrate slurry from above. Each tank holds the negatively buoyant hydrate from the hydrate slurry transfer system 446 and prevents it from sinking to toward the base of the dissociation chamber 438. The hydrate slurry is delivered by pipes 448 to a number of hydrate spreaders consisting of vanes or rotating vanes designed to disperse the granular hydrate 468. The negatively buoyant hydrate separates while falling to a screen shelf 470 in the tank. This allows saline water to sink through the screen shelf at the base of the circulating input water intercooler system 474, which transfers heat from the input water to the dissociating hydrate and feeds the cooled water downward to be treated

A number of residual water delivery pipes 475 extend downward from the base of this slurry holding tank, which allows heavier saline water to flow to the base of the vessel without disturbing the water surrounding these pipes. Thus, even when the fresh water-saline water interface is located in the vessel below the slurry holding tank, no mixing occurs between the residue water purged from each input of hydrate slurry because of a physical separation. The main interface 477 (dashed line) between fresh and saline water will be located somewhere the lower part of the dissociation/heat exchange chamber 438, where saline water naturally collects below fresh due to density differences. Saline water is removed at the base of the chamber 480, and provision is also made for grey water removal as at 482.

Multiple slurry holding tanks may be placed within a given dissociation/heat exchange chamber so that the flow of hydrate slurry can be rapid enough to prevent clogging or freezing up of any one tank. Circulating input water may be passed first through one slurry holding tank and then through another to minimize temperature of the input water as it exits the dissociation/heat exchange chamber.

All fluids will find their relative positions according to natural buoyancy or through a process of fractionation. All internal piping in the vessel can be fabricated from inexpensive plastic or other material. This method of fluid separation may also be installed in the dissociation/heat exchange section of the assisted buoyancy and pumped sump embodiment shown in FIG. 8.

Preferably, the slurry pumping conduit 446 is constructed as a variable volume pipe, in order to permit periodic pumping of hydrate without allowing the hydrate to settle or move upward slowly. Such a variable volume pipe can be fabricated relatively easily by inserting a flexible sleeve within the slurry pumping conduit 446 around which fluid can flood when the pressure within the liner is reduced.

The injection point 444 of the hydrate-forming gas, it will be noted, is positioned above the base of the column 440 so that in the event of incomplete hydrate formation (which would result in the formation of assisted buoyancy hydrate), any excess gas which does not form hydrate (along with assisted buoyancy hydrate) will rise up the residue fluid riser conduit 436. (Very little hydrate will escape with gas up the residue fluid riser conduit 436, and any such hydrate will have dissociated prior to arriving at the top of the residue riser section. Therefore, the amount of fresh water “lost” by being transported by such hydrate will be minimal; recovery of that fresh water is not feasible; and accordingly no connection is provided between the output of the residue fluid riser conduit 436 and the dissociation/heat exchange catch basin 438.)

For proper operation of this embodiment, flow rate controls such as constrictors should be used to keep the rate of flow of fluid through the system low enough to keep solid hydrate from being swept up the residue fluid riser conduit 436. Furthermore, the design of the hydrate formation and catch sump 434, as well as the lower portion of the residue fluid riser conduit, should be designed to facilitate “clean” separation of the hydrate from the residue fluid. Accordingly, the hydrate formation and catch sump 434 is designed to impart lateral movement to the residue fluid as well as to permit upward movement thereof. This causes the hydrate/residue fluid mixture to move initially with a relatively small upward component, which facilitates settling out of the hydrate and which is in contrast to the previously described embodiments, which provide more vertically oriented fluid movement that is comparatively turbid and which have poorer settling and separation characteristics.

Although particular and specific embodiments of the invention have been disclosed in some detail, numerous modifications will occur to those having skill in the art, which modifications hold true to the spirit of this invention. Such modifications are deemed to be within the scope of the following claims. 

I claim the following:
 1. An installation for desalinating or purifying saline or otherwise polluted input water, said installation comprising: a desalination fractionation installation having a lower, hydrate formation region; an input water conduit which is arranged to provide input water to said hydrate formation region; a supply conduit which is arranged to provide a hydrate-forming substance to said hydrate formation region; a hydrate dissociation region disposed at an upper portion of said installation; and a residual saline or polluted water removal portion that is configured and located so as to remove from said installation residual saline or polluted water that has been warmed by heat of exothermic formation of said hydrate; wherein said desalination fractionation installation is located in land and comprises a shaft extending downward into the ground to sufficient depth for the weight of water contained therein to naturally produce pressure conditions conducive to formation of hydrate of said hydrate-forming substance at a lower region of said shaft, said hydrate formation region being located within said lower region of said shaft, and wherein said desalination fractionation installation is configured such that said input water is at least partially cooled toward temperature conditions conducive to formation of hydrate of said hydrate-forming substance before said input water is mixed with said hydrate-forming substance.
 2. The installation of claim 1, wherein said hydrate dissociation region comprises a stacked series of canted shelves having apertures therein to permit rising or settling fluid to pass therethrough.
 3. The installation of claim 1, wherein said input water conduit passes through said hydrate dissociation region such that water passing through said input water conduit is placed in heat exchanging relationship with hydrate dissociating in said hydrate dissociation region.
 4. The installation of claim 3, further comprising supplemental cooling means arranged to cool input water passing through said input water conduit.
 5. The installation of claim 1, wherein said lower, hydrate formation region is configured as a hydrate settling catch sump, said installation further comprising a hydrate slurry conduit communicating between said hydrate settling catch sump and said hydrate dissociation region and configured to pump hydrate slurry from said hydrate settling catch sump to said hydrate dissociation region.
 6. The installation of claim 5, wherein said dissociation region comprises one of more slurry holding tanks configured to receive hydrate slurry from above, said slurry holding tanks each having one or more conduits extending from dissociation region.
 7. The installation of claim 5, further comprising a residual fluid riser conduit communicating with said hydrate settling catch sump and configured to convey away from said hydrate settling catch sump residual fluid displaced by negatively buoyant hydrate settling within said catch sump.
 8. The installation of claim 1, wherein said hydrate-forming substance produces hydrate that is negatively buoyant, and wherein said hydrate dissociation region is laterally displaced relative to said hydrate formation region and is configured to catch negatively buoyant hydrate settling out of residual fluid flowing into said dissociation region, whereby negatively buoyant hydrate is substantially prevented from settling into said hydrate formation region.
 9. The installation of claim 8, further comprising a flow diverter region configured to divert upwardly flowing fluid laterally into said hydrate dissociation region.
 10. The installation of claim 8, wherein said lower, hydrate formation region comprises a hydrate collection sump, said installation further comprising a hydrate slurry conduit which conveys hydrate slurry from said hydrate collection sump to said hydrate dissociation region.
 11. The installation of a claim 10, wherein said hydrate slurry conduit comprises a fluid separator which separates hydrate from residual fluid.
 12. The installation of claim 1, wherein said residual saline or polluted water removal portion comprises a screened water trap.
 13. The installation of claim 1, wherein said residual saline or polluted water removal portion comprises a centrifuge. 